APPENDIX D: STORMWATER MANAGEMENT DESIGN CRITERIA

Table D-1: Runoff Curve Numbers

Table D-2: Rational Runoff Coefficients

Table D-3: Manning’s Roughness Coefficients

TABLE D-1: RUNOFF CURVE NUMBERS
LAND USE DESCRIPTION		HYDROLOGIC SOIL GROUP
	Hydrologic Condition
		A	B	C	D
Open Space
Grass cover < 50%	Poor	68	79	86	89
Grass cover 50% to 75%	Fair	49	69	79	84
Grass cover > 75%	Good	39	61	74	80
Meadow		30	58	71	78
Agricultural
Pasture, grassland or range - Continuous forage for grazing	Poor	68	79	86	89
Pasture, grassland or range - Continuous forage for grazing	Fair	49	69	79	84
Pasture, grassland or range - Continuous forage for grazing	Good	39	61	74	80
Brush—brush-weed-grass mixture with brush the major element	Poor	48	67	77	83
Brush—brush-weed-grass mixture with brush the major element	Fair	35	56	70	77
Brush—brush-weed-grass mixture with brush the major element	Good	30	48	65	73
Fallow Bare soil	__________	77	86	91	94
Crop residue cover (CR)	Poor	76	85	90	93
	Good	74	83	88	90
Woods - grass combination (orchard or tree farm)	Poor	57	73	82	86
	Fair	43	65	76	82
	Good	32	58	72	79
Woods	Poor	45	66	77	83
	Fair	36	60	73	79
	Good	30	55	70	77
Commercial	(85% impervious)	89	92	94	95
Industrial	(72% impervious)	81	88	91	93
Institutional	(50% impervious)	71	82	88	90
Residential districts by average lot size:	% Impervious
1/8 acre or less * (townhouses)	65	77	85	90	92
1/4 acre	38	61	75	83	87
1/3 acre	30	57	72	81	86
½ acre	25	54	70	80	85
1 acre	20	51	68	79	84
2 acres	12	46	65	77	82
Farmstead		59	74	82	86
Smooth surfaces (concrete, asphalt, gravel, or bare compacted soil)		98	98	98	98
Water		98	98	98	98
Mining/newly graded areas (pervious areas only)		77	86	91	94
*   Includes multi-family housing unless justified lower density can be provided.
Note:   Existing site conditions of bare earth or fallow ground shall be considered as meadow when choosing a CN value.
Source: NRCS (SCS) TR-55

 

TABLE D-2: RATIONAL RUNOFF COEFFICIENTS
		HYDROLOGIC SOIL GROUP
LAND USE DESCRIPTION		A	B	C	D
Cultivated land: without conservation treatment		.49	.67	.81	.88
: with conservation treatment		.27	.43	.61	.67
Pasture or range land: poor condition		.38	.63	.78	.84
: good condition		...*	.25	.51	.65
Meadow: good condition		...*	...*	.44	.61
Woods: thin stand, poor cover, no mulch		...*	.34	.59	.70
: good cover		... *	...*	.45	.59
Open spaces, lawns, parks, golf courses, cemeteries
Good condition: grass cover on 75% or more of the area		...*	.25	.51	.65
Fair condition: grass cover on 50% to 75% of the area		...*	.45	.63	.74
Commercial and business areas (85% impervious)		.84	.90	.93	.96
Industrial districts (72% impervious)		.67	.81	.88	.92
Residential:
Average lot size	Average % impervious
1/8 acre or less	65	.59	.76	.86	.90
1/4 acre	38	.25	.49	.67	.78
1/3 acre	30	...*	.49	.67	.78
½ acre	25	...*	.45	.65	.76
1 acre	20	...*	.41	.63	.74
Paved parking lots, roofs, driveways and the like		.99	.99	.99	.99
Streets and roads:
Paved with curbs and storm sewers		.99	.99	.99	.99
Gravel		.57	.76	.84	.88
Dirt		.49	.69	.80	.84
Notes: Values are based on SCS definitions and are average values
Values indicated by ...* should be determined by the design engineer based on site characteristics
Source:   New Jersey Department of Environmental Protection, Technical Manual for Stream Encroachment, August 1984

 

   TABLE D-3: MANNING’S ROUGHNESS COEFFICIENTS

Roughness Coefficients (Manning’s “n”) for Overland Flow
Surface Description	n
Dense growth	0.4—0.5
Pasture	0.3—0.4
Lawns	0.2—0.3
Bluegrass sod	0.2—0.5
Short grass prairie	0.1—0.2
Sparse vegetation	0.05—0.13
Bare clay-loam soil (eroded)	0.01—0.03
Concrete/asphalt - very shallow depths (less than 1/4 inch)	0.10—0.15
- small depths (1/4 inch to several inches)	0.05—0.10

 

Roughness Coefficients (Manning’s “n”) for Channel Flow
Reach Description	n
Natural stream, clean, straight, no rifts or pools	0.03
Natural stream, clean, winding, some pools or shoals	0.04
Natural stream, winding, pools, shoals, stony with some weeds	0.05
Natural stream, sluggish deep pools and weeds	0.07
Natural stream or swale, very weedy or with timber underbrush	0.10
Concrete pipe, culvert, or channel	0.012
Corrugated metal pipe	0.012—0.027(1)
High density polyethylene (HDPE) pipe
Corrugated	0.021—0.029(2)
Smooth lined	0.012—0.020(2)
(1)   Depending upon type, coating and diameter
(2)   Values recommended by the American Concrete Pipe Association, check manufacturer’s recommended value
Source: U.S. Army Corps of Engineers, HEC-1 Users Manual

 

(Ord. 928, passed 6-18-2014)